Home > Notice of Letting > Contract Detail

November 18, 2022 Letting 12:00 PM
026-68E43

Plans and Special Provisions
Pay Item Report
Electronic Bidding (EBids)

Bulletin Description

This project is located just west of Galesburg and consists of replacing a double steel plate arch culvert with a double 12'x12' precast concrete box culvert carrying US 34 over the South branch of Cedar Creek.
Region District DBE % VBP % Federal Project #
3 4 1.00 0.00 NHPPDAPC(863)
County(s) Key Route(s) Marked Route(s) Section(s) State Job #(s) PPS #(s)
  • Warren
  • FAP 313
  • US 34/IL 110
  • (94-17)CR
  • C-94-078-18
  • 4-09615-0100
Contract Specifics
65 Working Days
No More Contract Specifics

Ask Subscribe Questions and Answers (4 Submitted / 4 Answered ) Questions not accepted as of November 08, 2022 04:30 PM.

  • Will the PGE get measured and paid through the temp. soil retention systems and the reinforced zones behind them?
    The PGE quantity was calculated assuming the temporary soil retention system occupied no volume because IDOT is unable to predict the type of temporary soil retention system selected by the contractor. If portions of the temporary soil retention system are left in place an adjustment in the PGE quantity will be made to deduct the volume of the temporary soil retention system remaining in place. (11/10/2022)

  • Are the underdrains and related items to be replaced? There are no pay items for replacing the underdrains and/or headwalls.
    On sheet 2 under "Job Specific Notes" it is stated "IF PIPE UNDERDRAINS, PIPE UNDERDRAINS (SPECIAL) OR HEADWALLS FOR PIPE UNDERDRAINS ARE ENCOUNTERED DURING EXCAVATION, THE REMOVAL, REPLACEMENT AND/OR REPAIR SHALL BE PAID FOR IN ACCORDANCE TO ARTICLE 109.04 OF THE STANDARD SPECIFICATIONS." (11/10/2022)

  • The pay limits for the PGE is shown only to the top of the box culvert on sheet 33A but shown up to the bottom of the subbase on sheet 34. Which sheet is correct?
    The quantity of the PGE was calculated according to the limits shown on sheet 34, EXCAVATION AND CULVERT DETAIL. (11/10/2022)

  • Can the measurements for the pay quantity for Temp Soil Retention System be provided. It would appear the quantity is low with the 1.5:1 slopes at the stage lines. If sheeting remains in the same place for both stages, does it get measured twice (once for each stage)?
    The approximate cross sectional opening area of the existing culverts are not included in the cross sectional area of the TEMPORARY SOIL RETENTION SYSTEM pay item as shown on sheet 37 of the plans. According to Article 552.15(b), paragraph 4, (shown below) sheeting left in place for multiple stages does not get measured twice. "Portions of a temporary soil retention system or temporary sheet piling left in place for reuse in later stages of construction will only be measured for payment once." (11/10/2022)

Authorized Bidders

  • 3391 Laverdiere Construction, Inc.
    4055 W Jackson St
    Macomb, IL 61455
    Phone: (309) 837-1258 Fax: (309) 833-4993 Email: mlynn@lavconinc.com
    $2,344,284.70

  • 0593 Brandt Construction Co.
    700 4th Street West
    Milan, IL 61264
    Phone: (309) 787-4644 Fax: (309) 787-6344 Email: bids@brandtconstructionco.com
    $3,329,650.25

  • 1799 Fischer Excavating, Inc.
    1567 Heine Rd.
    Freeport, IL 61032
    Phone: (815) 233-3232 Fax: (815) 235-7557 Email: tgilbertson@fischerinc.com

  • 3810 McCarthy Improvement Company
    5401 Victoria Avenue
    Davenport, IA 52807
    Phone: (563) 359-0321 Fax: (563) 344-3717 Email: estimating@mccarthyimprovement.com
    $4,024,182.00

  • 4117 Miller Trucking & Excavating Company
    3303 John Deere Rd.
    Silvis, IL 61282
    Phone: (309) 755-7644 Fax: (309) 796-2967 Email: megan@mte47.com

  • 4741 Phoenix Corporation of the Quad Cities
    1006 Rosehill Rd
    Port Byron, IL 61275
    PO Box 445
    Rapids City, IL 61278
    Phone: (309) 523-3687 Fax: (309) 523-3752 Email: mdecap@phoenixcorp.org
    $2,598,478.00

Non Bidders

  • 2242 Gunther Construction, a div of UCM, Inc.
    600 East Main Street
    Galesburg, IL 61401
    P.O. Box 1488
    Galesburg, IL 61402
    Phone: (309) 342-4155 Fax: (309) 342-4150 Email: Gunther@ucm.biz

Pay Item # UOM Description Type Quantity Unit Price
20100110 UNIT TREE REMOVAL (6 TO 15 UNITS DIAMETER) Base items 30.000
20200500 CU YD EARTH EXCAVATION (WIDENING) Base items 79.000
20300100 CU YD CHANNEL EXCAVATION Base items 188.000
20700220 CU YD POROUS GRANULAR EMBANKMENT Base items 3,739.000
21001000 SQ YD GEOTECHNICAL FABRIC FOR GROUND STABILIZATION Base items 1,067.000
25000210 ACRE SEEDING, CLASS 2A Base items 0.500
25000400 POUND NITROGEN FERTILIZER NUTRIENT Base items 43.000
25000500 POUND PHOSPHORUS FERTILIZER NUTRIENT Base items 43.000
25000600 POUND POTASSIUM FERTILIZER NUTRIENT Base items 43.000
25000750 ACRE MOWING Base items 4.000
25100630 SQ YD EROSION CONTROL BLANKET Base items 2,246.000
28000305 FOOT TEMPORARY DITCH CHECKS Base items 84.000
28000400 FOOT PERIMETER EROSION BARRIER Base items 1,000.000
31100500 SQ YD SUBBASE GRANULAR MATERIAL, TYPE A 6" Base items 858.000
35650300 SQ YD BASE COURSE WIDENING 8" Base items 634.000
44004250 SQ YD PAVED SHOULDER REMOVAL Base items 634.000
44200614 SQ YD CLASS A PATCHES, TYPE IV, 13 INCH Base items 858.000
44213000 SQ YD PATCHING REINFORCEMENT Base items 858.000
44213200 FOOT SAW CUTS Base items 706.000
48102100 TON AGGREGATE WEDGE SHOULDER, TYPE B Base items 234.000
51500100 EACH NAME PLATES Base items 1.000
52200020 SQ FT TEMPORARY SOIL RETENTION SYSTEM Base items 2,576.000
54001001 EACH BOX CULVERT END SECTIONS, CULVERT NO. 1 Base items 2.000
64200116 FOOT SHOULDER RUMBLE STRIPS, 16 INCH Base items 386.000
67000400 CAL MO ENGINEER'S FIELD OFFICE, TYPE A Base items 6.000
67100100 L SUM MOBILIZATION Base items 1.000
70107005 FOOT PAVEMENT MARKING BLACKOUT TAPE, 5" Base items 3,855.000
70107007 FOOT PAVEMENT MARKING BLACKOUT TAPE, 7" Base items 500.000
70300100 FOOT SHORT TERM PAVEMENT MARKING Base items 13,055.000
70300150 SQ FT SHORT TERM PAVEMENT MARKING REMOVAL Base items 6,250.000
70400100 FOOT TEMPORARY CONCRETE BARRIER Base items 1,525.000
70400125 EACH PINNING TEMPORARY CONCRETE BARRIER Base items 354.000
70400200 FOOT RELOCATE TEMPORARY CONCRETE BARRIER Base items 1,525.000
70600250 EACH IMPACT ATTENUATORS, TEMPORARY (NON- REDIRECTIVE), TEST LEVEL 3 Base items 2.000
70600350 EACH IMPACT ATTENUATORS, RELOCATE (NON- REDIRECTIVE), TEST LEVEL 3 Base items 2.000
X0322584 SQ YD REVETMENT MAT REMOVAL Base items 107.000
X0327366 TON TEMPORARY AGGREGATE WEDGE Base items 92.000
X1200090 EACH TRAVERSABLE PIPE GRATE (SPECIAL) Base items 4.000
X2020410 CU YD EARTH EXCAVATION (SPECIAL) Base items 6,622.000
X2110104 SQ YD TOPSOIL FURNISH AND PLACE, 4" (SPECIAL) Base items 1,039.000
X2600002 EACH RECOVERABLE DELINEATORS Base items 2.000
X2810108 SQ YD STONE RIPRAP, CLASS A4 (SPECIAL) Base items 120.000
X5010205 EACH REMOVAL OF EXISTING STRUCTURE (SPECIAL) Base items 1.000
X5401212 FOOT PRECAST CONCRETE BOX CULVERTS 12' X 12' (SPECIAL) Base items 376.000
X6350120 EACH DELINEATOR REMOVAL Base items 2.000
X7010216 L SUM TRAFFIC CONTROL AND PROTECTION, (SPECIAL) Base items 1.000
Z0013798 L SUM CONSTRUCTION LAYOUT Base items 1.000
Z0022800 FOOT FENCE REMOVAL Base items 125.000
Z0054500 TON ROCK FILL Base items 666.000
No More Pay Items

The contract details above are for informational purposes only until the Plans and Special Provisions are posted on this web page. If an addendum is posted, the contract details above may be revised. Please continue to check for addenda.